angora katalog

yerine getirme prensibi ile £ah§malarmi yiirutmekte olup,

mu§teri memnuniyetmi on pfanda tutma bifinci ife i§

hacmini her gegen gun buyuterek, saglam ve uzun

sureli mu^teri ili^kileri kurmaktadir.

Kurulusumuzun ana ilkesi, verimli gah§mak, yapici ve uretken

olmak, i§ birligi iqinde oldugu kurulu§lar ile qali^malarmda karîhkh

olarak kurulu§lara, topluma ve endustriye fayda saglamaktir.

Firmamiz, mu§terilerimizin taleplerini en kisa zamanda,

guvenilir ôzumler olu§turarak, sertifikali ve kaliteli malzemeler

ile, fiyat kalite oranmi daima goz onunde bulundurarak

hizmete sunma gayreti igerisindedir.

Bu sebeple firmamiz mu§terilerimizin ve endustrinin gok

êîtli olan ihtiya^larmi tek kaynaktan gozume ula^tirabilmelerini

saglamak amaciyla daima urun ge§itliligini arttirmaktadir.

Bu katalogda gormu§ oldugunuz urunler mu^terilerimizin

ozel ihtiya^larma gore firmamiz miihendislerince dizayn

edilerek, guvenilir Cozume ula§tinlmaktadir.

Mu§teri ili^kilerimizde oncelikli hedefimiz mu§terilerimize

ile âh§manin avantajlarmi ya§atmaktadir.

PVC WATERSTOPS PVCSUTUTUCUBANTLAR

PVC Su Tutucu Bantlar, esas polimer madde olarak yiiksek Kdegerli polivinil Kloriir (PVC) reginesi ile Qes.it.li katalizorler(Plastifyanlar), stabilizatorler, antioksidanlar, yiiksek kalitedegerleri igin 6'zel kimyasal maddeler, sertle§tirici veplastikle§tirici maddeler ihtiva eden kari§imm uygun sicakhk vebasingta extruderde s,ekillenmesiyle fabrikamizda imaledilmektedir.

Kullanim AmaciBeton ve betonarme yapilarm bazi noktalarinda derz

birakilmasi zorunludur. Betonarme yapi elemanlarinda genle§meve c,6kmeden dolayi yapida dogabilecek hasarlarm b'nlenmesiamaciyla bazi kisimlarda birakilan derzler genle§me derzi olaraktammlanmaktadir . Yapida kullanilan pimento prizinitamamladiginda, hacimde meydana gelen azalma sebebi ilemeydana gelebilecek deformasyonun yapiya zarar vermesinionlemek amaciyla genle§me derzi birakilmasi gerekmektedir.Bilindigi gibi yapilardaki genle§me siinme hareketleri ihmaledilmeyecek kadar biiyiik ve devamh tekrarlanan hareketlerdir.Bunun yam sira yapinm altindaki zeminin hareketleri veyasiki§masi sebebi ile a§agiya dogru bir hareket yani bir cokmemeydana gelmektedir. Diger bir yandan, beton dokumiiniin birsure ic,in durduruldugu, sonra yeniden bas,latildigi yerde birakilanve basing gerilmelerinin dogrultusunda dik olarak diizenlenenderzler insaat derzi olarak tarif edilmektedir.Termik genles,melerveya zemin hareketleri sebebiyle yapida dtizenlenmis, olan derzlerde daralma goriiliir. Bu Qes_it derzler daralma derzi olarak tarifedilmektedir.

Yukanda sayilan sebeplerden dolayi c,es,itli yatay ve diis,eyhareketlere maruz kalan yapilarda meydana gelebilecekdeformasyonfera engel olmak ve su sizdirmazhgim saglamakamaciyla yapida PVC Sututucu Bantlar kullamlmaktadir.

PVC Waterstops are manufactured in our premises, by shapingunder appropriate temperature and pressure in extruders, of themixture containing polyvinyl chloride (PVC) resin having high K valueas the main polymeric material, various catalysers (plastifiants),stabilizers, antioxidants and special chemical materials ensuring highquality values, colouring agents, hardeners and plasticizers.

Purpose Of UseJoints are to be introduced in concrete and reinforced concrete

structures. Expansion joints are the joints left in some parts of thereinforced structured elements in order to avoid damages that mayarise from expansion and settlement in the structures. Expansionjoints shall be introduced in order to prevent the deformation resultingfrom a decrease in volume as the cement finishes its solidification,destroy the structure. As known the expansion and elongationmovements in the structures are not negligible in size and arecontinuously repeating.Additionally,because of the movements orcompression of the ground under the structure, a downwardmovement, a settlement, occurs. On the other hand, joints introducedperpendicular to the direction of pressurized stresses where thecasting of concrete is stopped for a while and restarted are defined asconstruction joints. Joints in the structure exhibits contraction becauseof the thermal expansions and ground movements.Such joints aredefined as contraction joints.

Because of the above mentioned reasons,in order to avoiddeformation in concrete structures experiencing various horizontal andvertical movements and to ensure impermeability of such buildings,PVC Waterstops are used within the expansion joints introduced in thestructure.

Kullanim AlanlariBarajlar, goletler, sulama kanallari, su depolari, su

tasfiye tesisleri, yiizme havuzlan, nhtimlar, isaletiinelleri, hidroelektrik ve termik santraller, kopruler,arrtma tesisleri, metro insaatlan, viyadukler, istinatduvarlari, zemine oturan dos.emeler ve temeller,endiistriyel yapilar.

Kalite DegerleriUriinlerimiz TS 3078 belgelidir. Avrupa standartlarinda BS-

ASTM-DIN normlarma uygun oldugu gibi DSI, Karayollarive Kb'y Hizmetleri teknik sartnamelerine uygun olarakiiretilmektedir 23°C Laboratuvar ortammdaki kalite degerleria§ agidaki gibidir;

£ekme MukavemetiUzama OraniSertlikBirim Hacim KiitlesiSu Emme Orani (kutiec<Kiil MiktariAlkali DirenciIsi Arahgi

14N / mm2 min.i2N kg/mm2

Ort.%225inin. %2OoShore A 75 ( ± 5 )1,27 gr/cm3 ± 0,04 gr/cm3

Agirhkca max. 1,5 %Agirhkga max. 5 %Tarn direnc,li-35 °C +50 °C

Fields Of UseDams, rezervoirs, irrigation channels, water tanks,

water discharge plants,swimming pools, docks, diversiontunnels, hydroelectric and thermal power plants, bridges,purification plants, metro construction, viaducts,retaining wall, pavements and foundations lying on theground, industrial buildings.

Quality ValuesOur products are certified under TS 3078.In addition to being in

conformity with BS, ASTM and DIN norms, they are alsomanufactured in accordance with technical specification of DG forState Water Works and DG for State Highways.The quality valuesmeasured at laboratory conditions at 23 °C are as follows;

Tensile StrengthElongationHardnessMass Of Unit VolumeWater AbsorptionAmount Of AshAlcalcaline ResistanceHeat Range

14N / mm2 min.i2N kg/mm2

Ort.%225min. %2ooShore A 75 ( ± 5 )1,27 gr/cm3 ± 0,04 gr/cm3

max. 1,5 % by weightmax. 5 % by weightComplete resistance:-35 °C +50 °C

www.angoraplastik.com

PVCSITUTUCUBANTLAR

Bantlarm Seîmi

Beton i§lerinde kullanilan PVC Plastik Sututucu Bant tipininsecjmde, derzde su yahtimi yoksa hareket transferlerine engel olmakmi, veya her iki ozelliginde agirlikh oldugu bir uygulamamn migergekles. tirileceginin bilinmesi gerekir. Yapimn, zemindeki basmc.lisuya kar§i korunmasi gerekiyorsa, derzde kullamlacak PVCSututucu Bantlar, derzlerden igeriye su sizmasim onleyecek §ekildebetonun su ile temas eden yiizeylerinde kullamlmalidir. Egerbasinch zemin suyu soz konusu degilse ve derzde dinamikhareketlerin transferine engel olmak istenilirse beton kesitininmerkezinde kullanilan merkezi tip PVC Sututucu Bantlarkullamlmalidir. Eger yapi deprem ku§agi iizerindeyse veya gokmeolayimn yogun olarak beklendigi yerlerde yapilmak istenildigitaktirde, meydana gelecek as_m gerilmeleri absorbe edecek vecaprazlama yondeki gerilmelere dayamkli bant tipi secilmelidir.îzelge A bant tiplerinin kullanim yerlerini gostermektedir.

Selection of Bands

In the selection of PVC Plastic Waterstops to be used in concreteworks,it shall be known that the water stop bands are to be usedwhether for acquiring impermeability or for avoiding transfer ofmotion or for both applications. If the building is to resist high waterpressure at the base,PVC Plastic Waterstops to be used in joints mustbe applied on the surface of the concrete that comes into contact withwater so as to avoid leakage of water trough the joints . If no waterpressure is in question at the base and it is intended to avoid transferof dynamic motions along the joints,central type PVC Waterstopsmust be used at the centre of the cross-section of the concreteblock.If the construction is built over the earthquake zone or atplaces where settlement is expected intensively,suitable band typesmust be selected so as to absorb extra tension occurred and to resisttransversal tensions.Table A shows band types and their applicationplaces.

Bant TipiType of Band

R-T

v

A O OL

"HT 1~*TUJ.--UJ.

AK

Uygulama §ekilForm of Application

Merkezi

Central

Merkezi

Central

Merkezi

Central

Merkezi

Central

Merkezi

Central

Merkezi

Central

Merkezi

Central

A-O-OL-M

Kullanim Yerlerindeki Derz ve Aciklamalar •<Expansion joint types in usage places and Explanations P .

NSabit ve Genlesme insaat derzlerinde ve daralma alc.ak yiiksek su basmcmda. O-Expansion joint types in usage places and Explanations.

insaat daralma derzlerinde ve hafif genlesmenin bulundugu derzlerde,su basmcmda.

in fexed and constructional expansion joints without expansion and in contraction joints at low and high water pressure.

Diisiik, orta ve J'uksek derecedeki genlesme derzlerinde, makaslama hareketlerinde ve her siddetteki su basmcmda.

In constructional joints, narrowing joints, narrowing joints and in slight expansion joints. At high water pressure.

<uU

0.reH

•

•Yiiksek derecedeki genle§me derzlerinde, makaslama hareketlerinde ve yiiksek sjddetteki su basmcmda.Qokmelerin fazla oldugu yapilarda tercih edilmelidir.In low, medium and high expansion joints in shearing movements and at water pressure of all levels.

Genle§me derzlerinde orta siddette genlesmelerde veya makaslama hareketlerinde, diisiik su basmcmda. •At high expansion joints, at shearing movements and at high level water pressure. Must be preferred in constructions where downward deflection is too much,

insaat derzlerinde ve daralma derzlerinde, diis.uk su basmcmda.In expansion joints, at medium expansion or shearing movements, at low water pressure.

Merkez veya doseme profllleri ile birlikte veya miistakilen beton dokiimu sirasmda derzlerin esnek olarak kapatilmasi amaciyla

With central or floor profils or seperately during concrete casting in order to close expansion joints flexibly.

A-O-OL-M•

Su Tutucu Bantlar Diisiik, Orta ve Yiiksek derecedekigenlesme derzlerinde uygulamr

-Tiinel yapilarda, iki ano birlesjmlerinde merkezi olarak derzarasinda-Kapah kesit veya yan kapah kesit menfez ins.aatlarmda anobirle§im aralannda-Aritma tesisi, su deposu, havuz in§aatlarmda, perde betonbirle§imlerinde-Istinat duvarlannda veya cokmeye meyilli yapilarda

Type waterstops are used in low, medium and high scaleexpansion j oints.

-In tunnel structures centrally across the joint of two segments.-In closed cross-section or semi closed cross-section culvertconstructions at the joints of concrete segments.-In treatment plants, water containers, pool constructions, concreteliningjoints.-In supporting walls or easily collapsible structures.

/. Kademe Beton1st Layer of Cement

II. Kademe Beton2st Layer of Cement

I. Kademe Beton1st Layer of Cement


^ tnâat DemiriJ L Reinforcement St&et

I. Kademe Beton1 st Layer of Cement


Kademe Beton1st Layer of Cement



PVC WATERSTOPS PVCSUTUTUCUBANTIAR

B-lSabit genle§mesiz derz aralarmda uygulamr.

-Kapah veya yanagik menfezlerde , tiinel in§aatlarmda, sudepolannda, antma tesisleri ve havuzlarda temel betonu lie perdebetonu arasinda

DerzJoint'

""""„---""'

\\

Insaat DemiriReinforcement Steel

Perde BetonSeal Concrete

Temel Beton— *" Footing Concrete

\ Tipi Su Tutucu Bant

1 Type Waterstops

Vinsaat daralma derzlerinde , yiiksek su basmclarnula kullamhr.Ozellikleri:

-Yapmin bulundugu cografi yapi nedeniyle deprem riskinin yiiksekoldugu derzlerin as.in hareket edebilecegi noktalarda, betonunsututucuyu J<:esmesine engel olma amaci ile merkezi olarak.

tn$aat DemiriReinforcement Steel


Temel BetonFooting Concrete

V Tipi Su Tutucu BantV Type Waterstops

B-lType waterstops are used across fixed joints without expansion

-In closed cross-section or semi closed cross-section culverts,tunnel structure, water containers, treatment plants and poolsbetween the bedding concrete and lining concrete.

-

-

-,..

(

c-"•""

£''"

)

\

"""•--

^

Insaat DemiriReinforcement Steel


Temel Beton— *• Footing Concrete

\ Tipi Su Tutucu BantB Type Waterstops

VType waterstops are used contraction joints, under high fluid pressureApplications:

-In order to prevent the concrete cut the waterstop band, centrallywhere excessive movements may occure across joints inconstructions having high risk of earhquake because ofgeographical location.

DODoseme betonlarm genle§me yerlerine uygulamr.

-Yapilann gro beton iizerine derz noktalan beh'rlenmis, ve in§aatdemirlerinin anolar arasi kesintisiz devam etmedigi derz aralannayerlestirilir.

/. Kademe Beton1st Layer of Cement

DerzJoint


y

DO Tipi Su Tutucu BantDO Type Waterstops

*

J^DlJi

^ insaat DemiriReinforcement S

J^

DOType waterstops are used in expansion joints of concrete pavementsApplications:

-Across joints through which the reinforcing steel rods are cutwhere the joint pivots are determined on the grout concrete.


PVCSUTUTUCUBANTLAR PVC WATERSTOPS

DI-DTDoseme betonu genlesmesiz derz yerlerine uygulanir.

-Gro beton iizerine derz noktasi belirlenmis, in§aat demirlerininkesintisiz devam ettigi derz aralarmda kullamhr.

DI-DT

I. Kademe Beton1st Layer of Cement

I

//. Kademe Beton2st Layer of Cement

Inyaai DemiriReinforcement S eel

AKSa hi t genlesmesiz derzlere uygulanir

- Temel-perde birles,im derzlerinde as,m yiik ve harekete maruzkalmayacak havuzlarda, su depolarmda, kapah veya yan acikmenfez ins. aatlannda kullamhr.

ln$aat DemiriReinforcement Steel

Boyut Belirleme

Qizelge A' daki kriterlere uygun bant tipi belirlendikten sonra,derzde kullamlacak olan su tutucu tipinin boyut segimindea§agidaki hususlar dikkate alinmahdir;Beton konstriiksiyonu, beton kahnhgi, derz geni§ligi,derzdeki genles.me (daralma oturma gibi hareketlerinbuyukliik derecesi), su basinci yuksekligiYer hareketlerin in yuksek oldugu (ozellikle deprem riskininoldugu) yerlerde, derzlerdeki genle§me, daralma, oturma gibihareketlerin fazla oldugu ve su basmcimn yiiksek oldugu yerlerdesegilecek su tutucu bantlarm et kalmhklan fazla olanlarkullanilmahdir.Su tutucu bant en kesit uzunlugunun secilmesinde a§agidakiformiilleredikkatedilmesindefaydavardir.

L < tL > 6a+dY > L-d/2X > 2 a

Type waterstops are used in joints of concrete pavements withoutexpansionApplications:

-Across joints through which the reinforcing steel rods continuesuncut where the joint pivots are determined on the groudconcrete.

AKType waterstops are used in fixed joints without expansionApplications:

-In pools, water containers, closed cross-section or semi closedcross-section culvert contractions which will not be subject toexcessively high loads movements in between bedding concreteand lining concrete where.

Determination Of Size

After the selection of the appropriate band type according to thecriteria given in Table A, following conditions must be taken intoconsideration while determining the size of the waterstop bandtype to be used in the joint:Concrete construction, thickness of concrete, width ofjoint, degree of motion ( i.e. expansion, contruction,settlement) of the joint, value of water pressure.Waterstops having higher wall thickness among those selectedshall be used at places where the ground motion is remarkable(especially where the earthquake risk exists), where the motionssuch as expansion, contractions, settlement and where waterpressure is high.It is advisable to take into account the below mentioned formulaswhile selecting the width cut length of the waterstop band.

L < tL > 6a+dY > L-d/2X > 2 a


T SUTUTUCU BANTLAR

Formiilde adi ge^en;

L PVC Sututucu bantin en kesit uzunlugu (mm)t Beton kalinhgia En biiyiik agrega tane c.apid Derz arahgiy Sututucu bantin beton yuzeyine olan uzakhgi (mm)x Sututucu bantin en yakin donatiya (in§aat demirine) olan

uzakhgi

Yardimci olmasi amaci ile beton kahnhklarma gore tavsiye edilensu tutucu bant ve kesit boyutlan ve et kahnhklan C^izelge B dekigibidir.

Where;

L : The width cut length of waterstop band.t : Thickness of concretea : The biggest aggregated particle diameterd : Joint spaceY : Distance of waterstop band from surface of concreteX : Distance of waterstop band from the nearest reinforcement

(steel mesh)

As a supplementary, recommended waterstop band width cutlength and wall thickness according to concrete thickness aregiven in Table B.

Beton Kalinhgi (cm)T

Concrete thickness (cm) T

20-4035-5040-6050-70

60-8080 -100100 den fazla

Bant En Kesit Uzunlugu (mm) L Bant Et Kalinhgi (mm) (min.)

Band width cut length (mm) L J Band wall thickness (mm) (min.)

Birlesim ParcalanPVC Sututucu bantlann uygulamasi esnasmda ozellikle derzkesis.me yerlerinde kaynaklamanin gok iyi yapilmasigerekmektedir. Koselerde ve farkli tip sututucu bantlannbirbirlerine eklenmesi ic.in ozel birlesim pargalari kullamhr .Bubirlesim parcalan fabrikamizda talebiniz dogrultusundaa§agidaki gibi veya uygulama yapilacak yerlere gore istenilensekillerde imal edilirler.

Connection UnitsWelding must be performed adequately especially at theintersection points for joints upon application of PVCWaterstops.Special connection units are used for corners and forjoining different types of water stops.These connection units aremanufactured in our premises in suitable forms according to yourrequests and the places of application.

DZL DL DT

Diizlemsel L ParcasiPlanar "L" Unit

Dikey "L" ParpasiVertical "L" Unit

Dikey "T" PargasiVertical T" Unit

DZT DZH

Diizlemsel "T" ParpasiPlanar" T Unit

Diizlemsel "HAQ" PargasiPlanar" Cross Unit

DH

Dikey "HAQ" PargasiVertical "Cross" Unit


PVCSUTUTUCUBANTLAR

MontajBirinci kademe betonu dokmek ic.in yapilan derz aim kahplan

mutlaka iki parcah olmah ve sututucu bant iki pargah kahp arasmakonmahdir. Su sizdirmazhgimn tarn olmasi ic,in sututucu bantmyiizeylerinde toz, harg pargalan gibi aderansi zayiflatacak yabancimaddeler olmamasma ve beton tarafindan c.ok iyi sanlmasina dikkatedilmesi gerekmektedir. Beton uygun kivamda olmah, hava bosluguolmasma dikkat edilmeli ve bu kisimlarda vibrasyon <;ok iyiyapilmahdir.

Kenarlan Donati Baglantih Ozel imalatlarPVC Sututucu Bantlar kaliba yerle§tirildikten sonra merkezinde tarn

olarak donatiya baglanmasi ic,in kenarlardan delikli olarakarahklarla her iki kenarmda istenilen halde imal edilirler.

Kaynak i§lemiPVC sututucu bantlar kesit yuzeyleri karsjlikh gelecek §ekilde sicak

kaynaklama (eritme) sistemi ile birbirine eklenir. Bunun ic,in gereklimalzemeler;

Kaynak Lam as i: Elektirikli termostatik olarak c,ahs,abilenelektirigin olmadigi sartlarda butan gazi ile c.ahs.maya elveris.liminimum 5mm kalmhkta pirincten yapilmi§ lama.

Tel Fir^a, Bicak ve Kaynaklama Kalibi:Sututucularm tipineg6reyapilmis.ahsapveyaaluminyumdan.

Kaynak Yapilmasi:Kaynak yapilacak su tutucu bantlarm kar§ilikligelecek ucjari bic,akla diizgiin bir bicimde kesilir. Her iki parc,akaynaklama kabina yerles.tirilir. Bu esnada her iki parganm aimyiizeylerinin tarn olarak temas etmesine dikkat edilmelidir. Kaynaklamasi tel firc,a ile temizlendikten sonra termostath isiticilarda200 - 220 UC kadar isitihr. Biitan gazi beki ile yapilacakkaynaklamalarda yakla§ik 200 C' ye kadar isitihr. Uygun isiya gelenkaynak lamasi iki bantm aim yuzeyleri arasma yerles,tirilir ve her ikiparc,anm kahp icjnde kalan uglarmin erimesi beklenir. Erirne gozle iyikontrol edilmeli ve yanik olmamasma dikkat edilmelidir. Erime fazlaolursa komiirle§me meydana gelir. Sututucu bantm yeterinceerimesinden sonra kahp acjlarak lama cikarihr ve derhal iki bantmucu birbirine bastmlarak siki§tinhr. Kaynak yapilan yerin sogumasiicjn bir sure beklenir (2odakika). Bu sirada kaynak lamasi tel firga iletemizlenmelidir. Soguma bitince kaynak kahbi yerinden c.ikanhr.Kaynagm diizgiin olup olmadigi gozle kontrol edilir. Yanikolmamasma ozellikle dikkat edilmeli ve bu durumlarda bant uc,lariyeniden kesilerek kaynak tekrar yapilmahdir, aksi halde su sizmtisimeydana gelebilir. Talebiniz halinde termostat kontrollu kaynakmakinasi ve ahsap kahplar fabrikamizdan temin edilir.

Depolanmasi

InstallationJoint brow form works prepared for pouring 1st layer of cement must

be in 2 parts and the waterstop bands must be placed in between thetwo parts of formwork. For full impermeability. Attention must begiven to have no foreign objects such as dust, concrete particles thatmay reduce adherence at the surface water stop bands and to have fullcoverage of cement around water stop band. Cement must be inadequate consistency and attention must be given to have no porosityand vibration must be performed adequately at these places.

Special Products With ReinforcementFittings At The Edge

In order to be fitted to the reinforcement after the placement insidethe formwork, PVC Waterstops are manufactured, upon request, withfitting holes 50 cm apart at the edges of both sides.

Welding ProcessPVC Waterstops are attached by welding (melting) system as their

cross sectional surfaces face to each other. Equipments required forthis application is listed below:

Welding Plate: Copper or brass plate of minimum 5 mm inthickness suitable to be heated thermostatically with electricity or inthe absence of electricity with butane gas.

Wire Brush, Model Knife and Welding Mount: Wooden oraluminum prepared for a specific type of waterstop band.

Welding Process: Corresponding edges of waterstops are cutstraight with a model knife. Both bands are placed in the weldingmount. While doing so, the brow faces of both bands must becontacted. Welding plate must be heated to 200 °C - 220 °C withthermostatic heaters after being cleaned by a wire brush. In weldingprocesses where butane gas burners are used, heating must be madeto 200 °C. Welding plate of adequate temperature is placed inbetween the brow faces of both bands and kept there until the meltingof edges of both bands held inside the mount. Melting must bechecked by eye in order to avoid any burning. If melting is excessivethen carbonization may occur. After sufficient melting of waterstopband mount is opened and the plate is removed. And immediately theedges of both bands are pressed to each other and squeezed. A periodof time (20 minutes) is waited until the cooling is over. In themeantime, welding plate is cleaned with the wire brush. After thecooling is over, welding mount is removed. It is visually and manuallychecked whether the welding is done properly. Any burning isspecifically avoided. In such as cases the edges of bands are re-cut andre-welded. Otherwise water leakage may occur. Upon your requestwelding machine with thermostastic control and wooden mounts areprovided byus.

StorageSu tutucu bantlar direkt giines. isigi, kar , yagmur gibi etmenlere

maruz birakilmamah, yag ve bitumlii maddelerle temas ettirilmemelive kapah alanlarda depolanmahdir.

Waterstops shall not be exposed to direct sun light and externalfactors such as snow and rain and contacted with grease, oil and otherbituminous metarials and shall be stored in closed areas.



PVC Sututucu Bant Tip ve OlQiileriPVC Waterstops Types and Dimensions

Tip Bant §ekli/Band Shapes

B

I

M

DO

DT

Dl

O _ - _ _ _ _L/~LJ— u— u — u— u-\\_//-»j — Lr~unj— i-r-\

AK

width*

width"" (S

Olguleri / Dimensions

75 75 75 75 75 20 20 22 23 23 25 25 25 25 30 30 30 30wS^n'LS)4 5 6 7 1057 107 10568 1067910

75 75 75 75 75 20 20 22 23 23 25 25 25 25 30 30 30 305 7 8 10 5 6 7 8 10 10 56 8 10 6 7 8 10

151515 20 20 20 20 25 25 25 25 30 30 30 30 3234545684568456786

wTdthik SKanat Kalinligi (mm)Wing Thickness (mm)

width* S, 20 20 20 25 25 25 25 30 30 30 30 32 32 32 35 35 355 6 10 5 6 7 8 7 8 9 10 5 8 10 8 9 10

20 20 20 20 25 25 25 25 25 30 30 30A c / C O / / ^ / C J ? 7 f t ^ /C 74 5 6 8 4 5 ) 8 10 5

20 20 20 20 25 25 25 25 35

Geni§iik (cm)Width (cm)

Kanat Kalinligi (mm)Wing Thickness (mm)Genislik (cm)Width (cm)

Kanat Kalinligi (mm)Wing Thickness (mm)Genislik (cm)Width (cm)

Kanat Kalinligi (mm)Wing Thickness (mm)Geni§lik (cm)Width (cm)

Kanat Katmligi (mm)Wing Thickness (mm)Geni§lik (cm)Width (cm)

Kanat Kalmligi (mm)Wing Thickness (mm)Geni§lik (cm)Width (cm)

Kanat Kalinligi (mm)Wing Thickness (mm)Genis_lik (cm)Width (cm)

Kanat Kalinligi (mm)Wing Thickness (mm)

20 20 20 20 25 25 25 25A^tiRA^fiR

20 20 20 20 25 25 25A c ^ o A e t

151515202020202025345456784

20 20 20 24 24 24 243453456


PVCSITUTUCUBANTLAR PVC WATERSTOPS

URUN §EKiL, BOYUT VE TOLERANSLARITABLOSUTABLE FOR PRODUCT SHAPES, DIMENSIONS AND TOLERANCES

TIP / KODTYPE / CODE

A 15/4

A 15/5

A 15/6

A 15/7

A 15/10

A 20/5

A 20/7

BOYUTLAR DIMENSIONS (mm)

L

150±2

200=3

A 22/10 220= 3

A 23/7

A 23/10 j 230i3

A 25/5

A 25/6

A 25/8

A 25/10

A 30/6

A 30/7

A 30/9

A 30/10

300=4

a 1

4-0.5

5 = 0.5

6=0.57 = 0.5

10=0.55 = 0.5

7-0.5

10^0.5

7 = 0.5

10±0.5

5±0.56 = 0.5

8 = 0.5

10 = 0.5

6=0.5

7 = 0.5

9 = 0.5

10 = 0.5

a 2

6-1

7±1

8=1

9=1

12=1

7=1

9=1

12=1

9=1

12=17=1

8±1

10=112=18=1

9=1

11=1

12=1

b

15=2

20±2

C

27±2

29=2

31=2

33=2

36=2

34=2

38±2

22=2 38±2

23=2

25±2

25+2

40=240=2

41=2

41±2

45=249=241=243=247=249=2

d

15

20

20

23

25

25

6

6

6

6

6

6

TIP : A

TIP /KOD

TYPE / CODE

B 15/5

B 15/7

B 15/8 .

B 15/10

B 20/5

B 20/6

B 20/7

B 20/8

B 20/10

B 23/10

B 25/5

B 25/6

B 25/8

B 25/10

B 30/6

B 30/7

B 30/8

B 30/10


L a15 = 0.5

7J0.5

150=2 8 = 0.5

10 = 0.5

5 = 0.5

6 = 0.5

7 = 0.5

200^3 8=0.5

10-0.5

230=3 10=0.5

5±0.5

6=0.5

25°±4 «**__10=0.5

6=0.5

7 = 0.5

300±4 8 = 0.5

I 10=0.5

b

22*2

24=2

25=2

25- 2

R

6

6

6

6

6


I 15/3

I 15/4

I 15/5

I 20/4

I 20/5

I 20/6

I 20/8

I 25/4

I 25/5

I 25/6

1 25/8

I 30/4

1 30/5

1 30/6

1 30/7

1 30/8

1 32/6


L

150=2

200=3

250=4

300=4

320=5

a13+0,5

-04+0,5

-05+0,5

-0

4 = 0.5

5 = 0.5

6=0.5

8 = 0.5

4 = 0.5

5 = 0.5

6-0.5

8±0.54=0.55 = 0.5

6=0.58 = 0.5

8 = 0.5

6 = 0.5

b Set AdetiNo Of Sets C | Q

25

25

25

25

26

4

6

8

8

16 = 2

18=2

18=2

20±2

22±2

18=220±220-2

22=2

20-2

22±2

22±2

23=2

24=2

8 21 = 2

3

4

4

4

e f

6

8

8

8

8

2=0.5

4=0.5

4=0.5

4=0.5

g

10=0.5

11=0.5

12=1

12=1

13±1

14=1

16=1

14=1

15±1

16=1

18±1

14±1

13±1

16±117=1

18=1

16=1

h

3

3

3

3

3

k

12=2

14=2

14=i 2

14=2


PVC WATERSTOPS

URUN §EKlL, BOYUT VE TOLERANSLARITABLOSUTABLE FOR PRODUCT SHAPES, DIMENSIONS AND TOLERANCES

TIP : OLTIP / KOD

TYPE/CODE

OL 20/5

OL 20/6


a 1 a2 h

200=3

OL 20/10

OL 25/5

OL 25/6

OL 25/7

OL 25/8

OL 30/7

7 = 0.5

8=0.5

10+0.5

25

12±0.5

250=4

5+0.5 7±0.£)

6+0.5 8-0.5

7+0.5 9^0.5

8+0.5 10 = 0.5

25

20±2

22-2

24±2

OL 30/8

OL 30/9

OL 30/10

OL 32/5

OL 32/8

OL 32/10

OL 35/8

OL 35/9

7+0.5 9 = 0.5

8+0.5 10=0.5

9+0.5 11=0.5

10+0.5 12=0.5

d e

20=2

2 2 _ 2

24±2

26±2

24-2

25 828=2

30=2

5+0.5 7 = 0.5 20=2

120=4 8+0.5 10=0.525 8 |26*2| 5

10+0,5 12 = 0.5

8+0,5 10 = 0.5

350=5 9+0.5 |11=0.5J251 =j—10+0.5 12 = 0.5

TIP : MBOYUTLAR DIMENSIONS (mm)

5+0.5 7"0.5 20=2

300=4 5+0.5 8 = 0.525 8 22-2

5+0.5 9 = 0.5 24=2 22 40-2

TIP : DO TIP / KODTYPE / CODE

DO 20/4

DO 20/5

DO 20/6

DO 20/8

DO 25/4

DO 25/5

DO 25/6

DO 25/8

DO 35/4

DO 35/6

DO 35/8


L

250= ^

300=4

a1

4 = 0,5

ji^O.5

6 = 0,5,8 = 0.5

4=0.5

t5±0.5

a2

6 = 0.5

7 = 0,5

8=0.5

a 3 34

4 = 0 .52 = 0.5

5^0.53=0.5

6 = 0.53=0.5

10=0.58 = 0.5 4 = 0.5

6 = 0.54 = 0.5 2 = 0.5

7 = 0.55 = 0.53 = 0.5

b

6 = 0.5 8=0.56=0.53=0.5

8=0.510= 0.58=0.5 4=0.5

4 = 0.5 6 = 0.5 4=0.52=0.5

SetAfleli"Jo Ol Sel

2

4

c

18=2

d

2

2

!

6=0.58=0.56=0.53=0.535 6 18=22

8=0.510=0.58=0.5 4 = 0.5

e

12

12

12

k

20-2

20=5

20= ;

h

18=;

H

£4-;

24=t.

24=

P2

20=2

22-2

24=2

28=2

20=2

22=2

24-2

28=2

24=2

£8=2

32=2



URUN §EKiL, BOYUT VE TOLERANSLARITABLOSUTABLE FOR PRODUCT SHAPES, DIMENSIONS AND TOLERANCES

TiP/KODTYPE / CODE

DT 20/4

DT 20/5

DT 20/6

DT 20/8

DT 25/4

DT 25/5

DT25/6

DT 25/8


L

200*3

250-4

a1

4 = 0.5

5-0.5

6 = 0.5

8 = 0.5

4 = 0.5

5 = 0.5

6 = 0.5

8=0.5

a26 = 0.5

7-0.5

8±0.510=0.5

6*0.5

7-0.5

8-0.5

10±0.5

b

-

45

SetSfleti -,to Qt Sets °

2

4

18-" 2

d

2

2

e

12

12

k

20- 2

h

18*2

TIP : DT

TiP/KODTYPE / CODE

DT 20/4

DT 20/5

DT 20/6

DT 20/8

DT 25/4

DT25/5

DT25/6


L

250*4

a1

4 = 0.5

5'- 0.5

6*0.5

8*0.5

4 = 0.5

5*0.5

6 = 0.5

a 2

-6-0.5

7 = 0.5

8 = 0.5

10=0.5

6 *- 0.5

7±0.5

8 = 0.5

b

45

SetAdeti^o Of Set

4

c

18-*- 2

18±2

d

2

2

e

12

12

h

18* 2

18±2

k

20+2

20±2

a3

5*05

5*0.5

H

24*2

24*2


AK 20/3

AK 20/4

AK 20/5

AK 24/4

AK 24/3

AK 24/5

AK 24/6


L

200*5

200=5

200*5

240=5

240=5

240*5

240=5

a1

2*0.5

3^0.5

4 = 0.5

3 = 0.5

3*0.5

4 = 0.5

6*0.5

a 2

3 = 0.5

a 3

3*0.5

4 = 0.5 4 = 0.5

5 = 0.5 5 = 0.5

4*0.5 4-0.5

4=0.5

5 = 0.5

7*0.5

4 = 0.5

5 = 0.5

7 = 0.5

MMMNo Of Set

6

c B b1 H

9*0.5|l4*0.58*0.53*0.5

6 9*0.514*0.58*0.53*0.51

6 10±0.514 = 0.58±0.53±0.5

7 10*0.514*0.58*0.54*0.5

7

7

7

3*0.514*0.58=0.54*0.5

1=0.5

2 = 0.5

14=0.58 = 0.54 = 0.5

14*0.58*0.54 = 0.5

k

10 = 0.5

10 = 0.5

10 = 0.5

14*0.5

14*0.5

15*0.5

16 = 0.5

TIP : AK



URlJN §EKlL, BOYUT VE TOLERANSLARITABLOSUTABLE FOR PRODUCT SHAPES, DIMENSIONS AND TOLERANCES

TIP : O TlP/KODTYPE / CODE

O15/3015/4

O15/5O20/3

020/4

020/5

022/4

O22/5

022/6

O26/4

O26/5

O26/6

O30/5

O30/6

O32/4

O32/5

O32/6


L

150=2

200=3

220=4

260=4

320=4

a13+0.5

4+0.5

5+0.5

3+0.5

4+0.5

5+0.5

4+0.5

5+0.5

6+0.5

4+0.5

5+0.5

6+0.5

5+0.5

6+0.5

4+0.5

5+0.5

6+0.5

a25 = 0.5

6 = 0.5

7 = 0.5

5 = 0.5

6 = 0.5

7=0.5

6±0.5

7 = 0.5

8=0.5

6-0.5

7=0.5

8±0.5

7 = 0.5

8 = 0.5

6 = 0.5

7=0.5

8 = 0.5

c16=2

18=2

20=2

18=2

20^2

22=2

20=2

22=2

22=2

20=2

22=2

22=2

22±2

22=2

20=2

22=2

22=2

e

6

8

8

8

8

h

3

3

»

3

3

3

k

12=2

12=2

12=2

12=2

12=2

12=2

20=2

22-2

24=2

20=2

22=2

24=2

22±2

24=2

28=2

22=2

24=2

28=2

24=2

28=2

22=2

24±2

28=2

TiP : V TJP / KODTYPE / CODE

V15/3

V15/4

V15/5

V20/4

V20/5

V20/6

V20/7

V20/8

V25/4


L

150±2

200=3

250=4

a1

3+0.5-0

4+0.5-0

5+0.5-0

4+0.5-0

5+0.5-0

6+0.5-0

7+0.5-0

8+0.5-0

4+0.5-0

b

25

25

25

SMMMlNo Of Set!

2

4

6

c

16=2

18=2

20=2

18=2

20=2

22=2

24=2

26±2

18=2

d

3

4

4

e

6

8

8

f

2+0.5

3+0.5

4+0.5

g10 = 0.5

11 ±0.5

m

6±1

8=1

12=1 10=1

12±1

13=1

14=1

15=1

16=1

14=1

8=1

10=1

12=1

13=1

14=1

8=1


PVCSUTUTUCUB


TiPLER

URUN BIRIM AGIRLIKLARI TABLOSU / PRODUCT UNIT WEIGHTS TABLE

BlRiM AGIRLIKLARI / UJJIT WEIGHTS

A KODgr./mt.

D KODD gr./mt.

i KODgr./mt.

15/41.450

15/51.600

15/61.700

15/71.800

15/5 15/7 15/8 15/101.500 1.850 2.000 2.250

15/31.100

15/41.200

15/51.300

20/41.575

15/102.350

20/52.000

20/51.750

20/5 20/7 22/10 23/7 23/10 25/52.350 2.850 4.000 3.500 4.220 3.100

20/6 20/7 20/8 20/10 23/10 25/52.150 2.450 2.600 3.100 3.530 2.700

20/6 20/8 25/4 25/5 25/6 25/81.950 2.200 2.100 2.350 2.600 3.100

25/63.300

25/84.200

25/104.850

30/64.000

30/74.300

25/6 25/8 25/10 30/6 30/72.900 3.350 3.900 3.600 3.800

30/43.200

30/53.400

30/63.500

30/73.650

30/84.000

30/95.050

30/84.000

32/64.100

30/105.400

30/104.500

KOD 20/5 20/6 20/10 25/5 25/6 25/7 25/8 30/7 30/8 30/9 30/10 32/5 32/8 32/10 35/8 35/9 35/10gr./mt. 2.350 2.700 3.950 2.950 3.310 3.500 3.950 4.430 4.750 5.200 5.600 3.900 4.750 5.300 5.375 5.800 6.300

KOD 20/4 20/5 20/6 20/8 25/4 25/5 25/6 25/8 25/10 30/5 30/6 30/7gr/mt. 1.800 2.000 2.200 2.500 2.500 2.780 3.100 3.500 4.400 3.400 3.780 3.950

KOD 15/3 15/4 15/5 20/4 20/5 20/6 20/7 20/8 25/4gr./mt. 1.100 1.200 1.300 1.750 2.100 2.300 2.550 2.900 2.440

KOD 20/4 20/5 20/6 20/8 25/4 25/5 25/6 25/8gr/mt. 1.700 1.800 1.900 2.350 2.100 2.200 2.350 2.800

DO

Dl

KODgr./mt.

KODgr./mt.

20/41.900

20/41.800

20/52.000

20/52.000

20/62.300

20/62.150

20/82.600

20/82.400

25/4 25/5 25/62.400 2.510 2.710

25/4 25/5 25/62.200 2.375 2.650

25/83.300

35/64.500

0

AK

KOD 15/3 15/4 15/5 20/3 20/4 20/5 22/4 22/5 22/6 26/4 26/5 26/6 30/5 30/6 32/4 32/5 32/6gr./mt. 1.150 1.250 1.350 1.450 1.650 1.750 1.900 2.000 2.200 2.450 2.600 2.850 3.000 3.250 2.750 3.300 3.400

KOD 20/3gr./mt. 950

20/41.000

20/51.350

24/3 24/4 24/5 24/61.400 1.600 1.750 2.000

Not: Birim agirhklarda+%4 tolerans vardir. / Unit weights have+4% tolerance.

PVCSUTUTUCUB/ PVC WATERSTOPS


PVCSUTUTUCUBANTLAR

PVC-HOPE-LDPE-LLDPE

GEOMEMBRANLAR

Temel, perde ve catilarda su yahtimmda kullamldigigibi yuksek kimyasal dayamklihgi nedeniyle betonunher turlii gaz, asit ve baz kokenli kimyasallardankorunmasmi gerektiren uygulamalarda ve HOPEcinsleri kati atiklarm izolasyonunda kullanihr.

KULLANIM ALANLARiQatilar. tanklar. sulama kanallan, temeller, kopruler,tuneller, endiistriyel tesisler, spor tesisleri, kapahotoparklar, konutlarve kati atiklarda.

GEOMEMBRANES

Geomembranes are used not only in flat groundings,membranes or water insulations of roofs; but also inapplications of concrete's conservation from everykind of gages, acirtes and based chemicals. TheHOPE type geomembranes are used for gettingthrown out solid waste.

In insulation of roofs, water tanks, irrigationchannels, fabrics, bridges, tunnels, industrialinstitutions, sports centres, parking buildings,estates and getting thrown out solid wastes.

RULO BOY OLCiiLERI / DIMENSIONS

KALINLIK/ THICKNESS

0.80 mm

1.00 mm

1.20 mm

1.50 mm

2.00 mm

2.50 mm

3.00 mm

EN/WIDHT

2.10m

2.10m

2.10m

2.10m

2.10m

2.10m

2.10m

60Y/LENGHT

1 5-21-25 m

1 5-20-25 m

1 5-20-25 m

15-20-25 m

15-20-25 m

15-20-25 m

15-20-25 m

MEMBRAN

PVCTEKRENK^-

SlNYALTABAKALI^-

U.V.DAYANIMLI^-

HDPE

LDPE

LLDPE

MEBRANE TYPES

PVC

-* UNIQUE COLORED

-* SIGNAL COATED

-^U.V.RESISTANCED

HOPE (HIGH DENSITY POLY ETHYLENE)

LDPE (LOW DENSITY POLY ETHYLENE)

LLDPE (LINEAR LOW DENSITY POLY ETHYLENE)


PVCSUTUTUCUB;

/

Qekme Mukavemeti(Tensile Strenght)

Kopmada Uzama(Elongation at Break)

Sogukta Biikiilme -20 C(Bending at -20 C Cold)

Sertlik -10 sn.'de(Shore Hardness at -10 sec.)

Su Emme "24 saatte"(Water Absorption in "24 hr")

Suda Cozunulen Madde(Water Soluble Matter)

Yirtilma Mukavemeti(Tear Strength)

Yumusatici Kararlihgi(Plasticizer Permanence)

Birim(Unit)

N/mm2

%

-

Shore D

%

%

N/mm2

%

Deney Standardi (Test stand!

DIN

16726

16726

16726

16726

16726

16726

16726

16726

ISO

527

527

974

868

62

62

62

176

ASTM

D638

D638

D746

D2240

D570

D570

D1004

D1203

%80 °C Isil i§lem Sonrasi D

Yiizeyde ve Kesitlerde(At Surfaces and Cross Sections)

Boyut Degisimi(Change in Dimensions)

Qekme Mukavemeti Dg§.(Change at Tensile Strenght)

Kopma Uzamasi Dg§.(Change at Tensile Elongation at Break)

Sogukta Biikiilme -20 °C(Bending at -20 °C Cold)

%

%

%

16726

16726

16726

16726

4433

527

527

974

D1593

D638

D638

D746


TSUTUTUCUBANTLAR

rds)

TS

1398

1398

1166

1181

702

702

-

983

Aranan Deger (Required Value)

PVC LDPE HOPE

15

200

Catlama Yok (No Cracks)

48

<0,1 <0,085

<0,05 <0,05

>100 >100

>0,4

<0,085

<0,05

>100

-

ANGORA

PVC

16,5

260

LDPE

15

625

HOPE

20

700


48±5

<0,065

<0,03

>117

>0,3

50±5

<0,06

<0,03

>120

-

60±5

< 0,055

<0,03

>130

-

jrum (After Heating Process-at 80 °C)

-

1398

1398

1166

Kabarcik Yok (No bubbles)

<2

±20

±20


Kabarcik Yok (No bubbles)

<1,1

±20

±20

<0,1

±10

±10

<0,1

±10

±10




PVC T- GRIP

KAPLAMA LEVHALARI

KULLANIMALANLAR1T-Grip Kaplama Levhalan kapah betonbakslarda, beton borularda. kanalizasyonsistemlerinde, betonun korozyon (asitlere,alkalinlere, sert tuzlara. cozuciilere) ve gazlarakarsi yapmm ig yuzeyinin korunmasi amaci Mekullanihrlar.

LINING SHEETS

AREAS OF USAGET-Grip Lining Sheets are used in coveredconcrete pipes and tubes and sewage systems,to protect the contrete's inner base againstcorrosion (acides, bases, heavy salts,resolvents) and gases.

a-r

RENK COLOUR: SIYAH/BLACK - GRI/GRAY

OLQULER / DIMENSIONS (mm)

KOD / CODE

ATG 150

ATG165

ATG 200

L

2200

2200

2200

a

1,50

1,65

2,00

b

2,4

2,4

2,4

c

10,4

10,4

10,4

d

8,3

8,3

8,3

e

63,7

63,7

63,7

f

2,40

2,40

2,40

T Adedinumber of T's

32

32

32


OUTUTUCUBANTLAR

TEKNJK OZELUKLERJTECHNICAL PROPERTIES

CEKME DAYANIMITENSILE STRENGTH

UZAMAELONGATION AT BREAK

SERTUKHARDNESS

(23±1"C)

(23±1°C)

(23±1"C)

PLASTiKLE§TiRJCl KAYBILOSS OF PLASTICIZER

SU EMME MJKTARIWATER ABSORBTION

SUDACOZUNENMADDEMlKTARIWATER SOLUBLE MATTER VOLUME

(24 saatte)(in 24 h)

(24 saatte)(in 24 h)

YIRTILMA MUKAVEMETJTEAR STRENGTH

16 Mpa (her iki yonde) (min=15 Mpa) (TS 139816 Mpa (each direction) (min=15 Mpa) (EN ISO

EN ISO 527)527)

% 250 (her iki yonde) (min = %200) (TS 1398 EN ISO 527)%250 (each direction) (min=%200) (EN ISO 527)

50-65 (1 sn.) / 35-50 (1 5 sn.) (TS 1 1 1 8 EN ISO 868)50-65 Shore "D" (1 s.) / 35-50 Shore "D" (15 sn.) (EN ISO868)

Max. %0,5 (TS 983)Max. %0,5

Max. %0,3 (TS 702 EN ISO 62)Max. %0,3 (EN ISO 62)

Max. %0,04 (TS 702 EN ISO 62)Max. %0,04 (EN ISO 62)

Min. %80 kN/m (ASTM D 1004)Min. %80 kN/m (ASTM D 1004)

KIMYASAL qOZELTILERCHEMICAL RESISTANCE

% 20 H2S04

% 5 Hn03

% 5 HaOH

% 1 NH40H

% 1 FeCI2

% 0,1 DETERJANDETERGENT SOLUT.

% 0,1 SABUN% 0,1 SOAP SOLUT.

QEKME DAYANIMITENSILE STRENGTH

16 Mpa

16 Mpa

16 Mpa

16 Mpa

16 Mpa

16 Mpa

16 Mpa

UZAMAELONGATION AT BREAK

% 240

%240

%240

% 240

% 240

%240

%240

SERTLJK DEGlSiMJCHANGE IN HARDNESS

+ 1SHORE"D"

+ 1 SHORE "D"

+ 1 SHORE "D"

+ 1SHORE "D"

+ 1SHORE "D"

+ 1 SHORE "D"

+ 1SHORE"D"

AGIRLIK DEGlSiMJCHANGE IN MASS

% 0,8

% 0,5

%0,5

% 0,8

%0,5

% 0,1

%0,2


PVC WATERSTOPS

Angora Plastik

Otomotiv in$aat Naktiyat ithalat thracat

Sanayi ve Ticaret Limited Sirketi

TURK STANDARDLARI ENSTITUSUTURK STANDARDLARINA UYGUNLUK BELGESI

TURK STANDARDtARI ENSTITU3UTURK STANDARDLARINA UYGUNLUK EELGESI

PVC su lutucu Qani ve bantlar, t-grtp kapiama levhalan [PVC poiietilen|,ranel PVC. HOPE. LDPE. LLDPEl imalati TURK STANDARDLARI EN3TITUSU

TURK STANDARDLARINA UYGUNLUK BELGESJ

lO^X' TURKISH STANDARDS INSTITUTION

CERTIFICATE OF CONFORMITY TO TURKISH STANDARDS

SU YALITIMININYAPILAR AQISINDAN ONEMI

Yapilarm daha uzun 6murlu,daha saghkh,daha konforlu ve daha giivenli bir ortam saglamasi i$in

ig ve di§ etkenlere kar§i korunmasi gerekmektedir.Bu anlamda en onemli unsur yahtimdir.

Yapilarda su yahtimi ne §ekilde,hangi §iddette gelirse gelsinsuyu yapiya ve igerisinde aksamlara

zarar vermesini onlemek amaci ile yapihr.Ancak farkh ozelliklerdeki malzemelerinher detaya onerilmesi ve uygulanmasisektoriin onemli sorunlarmdan biridir.

Her su yahtimi malzemesi teknik ozelliklerine gorefarkh alan ve amaglar igin uretilmi§tir.

Bu farkhhklari dikkate almayan uretici ve tuketiciler sureklirisk iperen bir uygulama yapmi§ olurlar.

Su yalitimmda kullanilan uriinler standartlara uygun nitelikte olmalidir.Ancak uygunluk belgesi almi§ olmak da bu anlamda bir kriter degildir.

Aynca uretici firmadan urune ait testlerin aynca istenmesive uygulamanm konusunun hakimi ki§iler tarafmdan yapilmasi

sonradan duzeltilmesi gok zor yanh§lar yapilmasmm oniine gegecektir.Bu anlamda ANGORA PLASTJK farkh urun ge§itleriyle yapilarmiza en uygun urunleri,

kalite kriterleri gergevesinde, konusuna hakim teknik kadrosuylagali§malarma devam etmektedir.

^^^^^m THE IMPORTANCE OFWATERPROOFING IN BUILDINGS

it is required that the buildings have to protect the internal and external factors to provide anenvironment more long-lived, healthier and more comfortable and more secure. In this context,

the most important factor is waterzproofing in buildings,no matterwhat shape and which intensity come,is made to avoid the damaging of the water against the

building and its limping.Butone of the important problems in the sector is to suggest andapply to each detail of different features materials. Each waterproofing material wasmanufactured for various domains and purposes according to its technical features.

Manufacturers and consumers, who don t take into consideration these varieties,makepermanently an application which contains the risk.The products which are used in waterproofing

must be quality up to standart.But, taking the certificate of conformity is not ameasure of value in this context. Furthermore,it will be everted making the errors

which is difficult to get better subsepuently,to be demanded from the manufacturer the test relatingto the product and to be made the application by experienced persons in this subject.

In this contexs, ANGORA continue to manufacturer the various productswhich is most acceptable for your building by working experienced technical staff

within the puality measure of value.

ANGORA PLASTIK OTOM JN^.NAKL.ITH.IHR.SAN.VE TIC LTD §TIBiiro: Bagdat Cad. 37. Sk. No: 442 Macunkoy / ANKARA

Fabrika: Bagdat Cad. 37. Sk. No: 476 Macunkoy / ANKARATel :+90 312 354 29 53 - 32 Faks :+90 312 354 11 69

www.angoraplastik.corn - [email protected]

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